Site work, paving and outdoor lighting for a road / highway in Honolulu, Hawaii. Completed plans call for site work for a road / highway; for outdoor lighting for a road / highway; and for paving for a road / highway.

Work includes resurfacing, repair and reconstruction of weakened pavement, upgrading of existing guardrails, pavement marking and signage, freeway lighting upgrades, landscaping and other site improvements. To be eligible for award, bidders shall possess a valid State of Hawaii General Engineering "A" license prior to the award of contract. Question Deadline 01/17/2025 at 2:00 PM HT All Request for Information (RFI) questions and Substitution Requests shall be submitted in HIePRO. The Equal Employment Opportunity Regulations of the Secretary of Labor implementing Executive Order 11246, as amended, shall be complied with on this project. Bidders shall read the Disadvantaged Business Enterprise Requirements, included in this solicitation, which establishes the program requirements pursuant to Title 49, CFR, Part 26, and includes the requirements of certification, method of award, and evidence of good faith. All Bidders shall email Evan Kimoto, Project Manager, at evan.kimoto@hawaii.gov, the following: tion and Commitment Agreement Confirmation and Commitment Agreement Subcontractor, Manufacturer, or nolater than February 5, 2025, at 4:30 p.m., HST. The estimated cost of construction is between $30,000,000 and $35,000,000. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. (A) Including detailed plans, diagrams, and written Site-Specific Best Management Practices (BMP); constructing, maintaining, and repairing temporary water pollution, dust, and erosion control measures at the project site, including local material sources, work areas and haul roads; removing and disposing hazardous wastes; control of fugitive dust (defined as uncontrolled emission of solid airborne particulate matter from any source other than combustion); and complying with applicable State and Federal permit conditions. (B) Work associated with construction stormwater, dewatering, and hydrotesting activities and complying with conditions of the National Pollutant Discharge Elimination System (NPDES) permit(s) authorizing discharges associated with construction stormwater, dewatering, and hydrotesting activities. (C) Potential pollutant identification and mitigation measures are listed in Appendix A for use in the development of the Contractor's Site-Specific BMP. Requirements of this section also apply to construction support activities including concrete or asphalt batch plants, rock crushing plants, equipment staging yards/areas, material storage areas, excavated material disposal areas, and borrow areas located outside the State Right-of-Way. For areas serving multiple construction projects, or operating beyond the completion of the construction project in which it supports, the Contractor shall be responsible for securing the necessary permits, clearances, and documents, and following the conditions of the permits and clearances, at no cost to the State. This section describes determination and characterization of fill material for project sites. Requirements of this section apply to all waste generated from construction and demolition (C&D) activities. This Section describes furnishing and placing stone matrix asphalt pavement on a prepared surface. General requirements for all asphalt concrete pavements as specified in Section 401 Hot Mix Asphalt (HMA) Pavement are applicable to this Section, subject to any exceptions contained herein. This section describes furnishing and applying Low Tracking Bond Coat (LTBC) Emulsified Asphalt on an existing asphalt or concrete surface, or both. This section describes the construction of concrete bridges, grade separations, box culverts, head walls, retaining walls, and other concrete structures. This specification governs the rehabilitation of damaged or deteriorated structural concrete for the surfaces of bridge railings, sidewalks, and surfaces indicated. The work shall comply with and conform to the standard practices and codes as set forth by the American Concrete Institute, the Concrete Reinforcing Steel Institute, the "Uniform Building Code", "International Building Code 2018 ", and "AASHTO LRFD Bridge Design Specifications", Eighth Edition, 2017. This work includes removal and disposal of existing bridge joints, cleaning the concrete surface, installing new bridge joint systems, and sealing raised curbs and parapets. This section describes structural concrete, which consists of Portland Cement, fine aggregate, coarse aggregate, and water. It may also include adding admixtures for the purpose of entraining air, retarding, or accelerating set, tinting, and other purposes as required or permitted. All concrete designs for structural concrete to be placed on HDOT Highway projects must use technology to reduce the embodied carbon footprint of concrete used in the highway infrastructure. e.g., carbon dioxide mineralization or equivalent technology such as C-S-H nanoparticle-based strength12 enhancing admixture (CSH-SEA), or technology or material that allows the reduction in the size of the carbon footprint of the mix, e.g., strength improving admixtures, supplementary cementitious materials (SCMs), or other Engineer accepted methods that can reduce the embodied carbon footprint of the concrete.